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Stress Analysis Report

Analyzed File:
Autodesk Inventor Version: 2024 (Build 280153000, 153)
Creation Date: 31-05-2024, 20:25
Study Author: hp
Summary:

Static Analysis:1

General objective and settings:

Design Objective Single Point
Study Type Static Analysis
Last Modification Date 31-05-2024, 20:19
Model State [Primary]
Detect and Eliminate Rigid Body Modes No

iProperties

Summary

Authorhp

Project

Designerhp
Estimated Cost₹ 0.00
Creation Date31-05-2024

Status

Design StateWorkInProgress

Physical

MaterialBronze, Cast
Density0.320449 lbmass/in^3
Mass0.030569 lbmass
Area3.47406 in^2
Volume0.0953941 in^3
Center of Gravityx=0.0155322 in
y=0.0793978 in
z=-0.0203316 in

Note: Physical values could be different from Physical values used by FEA reported below.


Mesh settings:

Avg. Element Size (fraction of model diameter) 0.1
Min. Element Size (fraction of avg. size) 0.2
Grading Factor 1.5
Max. Turn Angle 60 deg
Create Curved Mesh Elements Yes

Material(s)

Name Bronze, Cast
General Mass Density 0.320449 lbmass/in^3
Yield Strength 18564.8 psi
Ultimate Tensile Strength 39885.4 psi
Stress Young's Modulus 15896.1 ksi
Poisson's Ratio 0.335 ul
Shear Modulus 5953.61 ksi
Part Name(s) Part3

Operating conditions

Force:1

Load Type Force
Magnitude10000.000 lbforce
Vector X0.000 lbforce
Vector Y-10000.000 lbforce
Vector Z0.000 lbforce
Selected Face(s)

Fixed Constraint:1

Constraint Type Fixed Constraint
Selected Face(s)

Results

Reaction Force and Moment on Constraints

Constraint Name Reaction Force Reaction Moment
Magnitude Component (X,Y,Z) Magnitude Component (X,Y,Z)
Fixed Constraint:1 10000 lbforce 0 lbforce 457.481 lbforce ft -457.129 lbforce ft
10000 lbforce 0 lbforce ft
0 lbforce 17.9542 lbforce ft

Result Summary

Name Minimum Maximum
Volume 0.0953941 in^3
Mass 0.030569 lbmass
Von Mises Stress 2.0719 ksi 10308.2 ksi
1st Principal Stress -4022.32 ksi 9750.85 ksi
3rd Principal Stress -13485.8 ksi 2919.02 ksi
Displacement 0 in 0.816155 in
Safety Factor 0.00180098 ul 8.96031 ul
Stress XX -4683.99 ksi 5189.08 ksi
Stress XY -1387.63 ksi 1960.73 ksi
Stress XZ -4460.49 ksi 3612.07 ksi
Stress YY -4978.36 ksi 3392.09 ksi
Stress YZ -1683.79 ksi 708.445 ksi
Stress ZZ -11619.4 ksi 9094.06 ksi
X Displacement -0.00506071 in 0.0513074 in
Y Displacement -0.809133 in 0.00795414 in
Z Displacement -0.084138 in 0.117685 in
Equivalent Strain 0.000118349 ul 0.604195 ul
1st Principal Strain 0.00001239 ul 0.551565 ul
3rd Principal Strain -0.70643 ul -0.0000994245 ul
Strain XX -0.161351 ul 0.215522 ul
Strain XY -0.116537 ul 0.164668 ul
Strain XZ -0.374604 ul 0.303351 ul
Strain YY -0.135425 ul 0.167029 ul
Strain YZ -0.141409 ul 0.0594971 ul
Strain ZZ -0.655629 ul 0.496406 ul

Figures

Von Mises Stress

1st Principal Stress

3rd Principal Stress

Displacement

Safety Factor

Stress XX

Stress XY

Stress XZ

Stress YY

Stress YZ

Stress ZZ

X Displacement

Y Displacement

Z Displacement

Equivalent Strain

1st Principal Strain

3rd Principal Strain

Strain XX

Strain XY

Strain XZ

Strain YY

Strain YZ

Strain ZZ



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